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REMOVAL_2020
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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J
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JACK TONE
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1501
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2300 - Underground Storage Tank Program
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PR0505264
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REMOVAL_2020
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Entry Properties
Last modified
1/2/2025 10:47:44 AM
Creation date
7/14/2020 10:23:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
2020
RECORD_ID
PR0505264
PE
2361 - UST FACILITY
FACILITY_ID
FA0006672
FACILITY_NAME
FLYING J TRAVEL PLAZA #618*
STREET_NUMBER
1501
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
22811017
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\lsauers1
Supplemental fields
Site Address
1501 N JACK TONE RD RIPON 95366
Tags
EHD - Public
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j WIpLE (TDYYP Im IN 347Client: <br /> —RA'ERSIDE-10838X10DA 'DUAL' MULTI-ACCESS 9- W <br /> O3, 2' OPEN VENT. <br /> MANHOLE FSSrDEB S FROM <br /> PORT ACCESS FOR F (DPMAR TO BE MSED FLYING J TRAVEL CENTER <br /> 8' RFINfORCED CONCRETE REMOVING DEBRIS FROM TRASH BASKET. AT SEPARATOR TANK <br /> TANK SLAB IN OFF-LOAD/PARKING FURNLSNED BY OWNER, INSIALLED BY (ITP (2) KACR) <br /> AREA AND DRIVE MEA ® CONTRACTOR (TYP (1) PLACE) <br /> r BUCK SiEEi VENT PIPING; 2' #618 <br /> IFTYP FOR (2) <br /> r NPT 1501NJACK TONE RD, <br /> FBryam)VENR RIPON, CA 95336 <br /> r BLACK SF VENT PIPE (TYP PAW ALL. EXPOSED PPE <br /> AT SEPARATOR VENT LINES ONLY) AND SUPPORT FRNLE BUCK <br /> INVERT ELEVATION IS 70 BE ..� APPROVED BACKFILL <br /> CALCULATED BY CML ENGINEER MATERIAL 3/8• BLACK STEEL U BODS (m) <br /> BURIAL DEPTH OF TANK IS BASED <br /> \ ON INVERT ELEVATION, SEE Cm LOCATOR SANTOS AVE PLANS FOR INVERT ELEVATION / 4'-0' C 3 a 4.1 STEEL CHNNlEL . . . <br /> \ <br /> IF <br /> INFLUENT N0221E PROPB{]YI1NE - _ � L d <br /> SUPPLIED BY XERXES. °L SEE DETAL ON PPM <br /> i O <br /> SLOPE SOE OF •IIN <br /> O <br /> DK VATOM ASFIBERGLAS <br /> OFFUSER*S INLET REQUIRED BY CONDITIONS MDa 3 1 <br /> DBH7TAN SUPPLIED <br /> WTI1i TANK OSTIA STANDARDS FF <br /> Is <br /> \ / Y BLACK STEB. VENT UNE • IS <br /> BSER PIPES (TIED) Q r <br /> j ' <br /> Ann i Nina <br /> 4'-8' C 3 a 4.1 STEELNCHANNELCNEL <br /> NOTE SUMP SHOWN IS MR MINIMUM CONCRETE DEQUAN, r IOC 24' LONG FOR OWS - TIEDOWN AND VENT RISER <br /> BURIAL DEPTH OF TANK AT 4'-11' SUPPLIED BY OWNER, TNN( STICK STORAGE <br /> FROM FINISHED GRADE TO TOP OF INSTALLED BY <br /> TMK, CONTRACTOR IS RESPONSIBLE CONTRACTOR <br /> FOR FIELD VFRIFYIND TANK BURIAL END VEIW <br /> DEPTH PRIOR TO CONSTRUCTION. 7 2' BUCK STEEL SUPPORT PIPE <br /> EXTENDED ABOVE GRADE <br /> AND t'JPPED (TYP (2) PLACES) <br /> COAT MD/OR WRAP ALL STEEL <br /> PIPIIC AND FITTINGS IN CONTACT <br /> WITH GROUND FOR CATHODIC <br /> PROTECTION. EKTEND COATING TO <br /> r ABOVE FINISH GRADE <br /> NOTE: UNLESS OTHERWISE NOTED ON THESE PLANS OR EXPRESSED BY A <br /> OWNER REPRESENTATNE, ALL DEADMEN ARE TO BE SUPPLIED BY OWNER FINISHED GRADE <br /> WITH TANKS. <br /> SWING mwr <br /> f 10 REBAR ANCM BY wmAc o eEu ) uPLnIO <br /> HOLDER <br /> Nom, <br /> D. � 1. VEM RISERS MUST BE PWMS. <br /> 2) 7O REBAR <br /> A 2 If TOS CLUSTER 11 WITMx <br /> cD Q FIVE FEET OF CURB <br /> 4 . PROTECT WITH BOLLARDS. <br /> . D 2' BLACK STEEL VOID PIPE C1YP) <br /> o <br /> n. <br /> m G di'-9 1/4' 8• <br /> JTO REBAR IIam <br /> ^I' 3T' a 120 a B• CONCRETE BASE <br /> I 2'-9 i/4• <br /> Irl2wl 4• 40 6• 4 B' 80 0• a* 4• <br /> ) ._O. SECTION <br /> Q C 3 z 4.1 STEELCHANNEL <br /> 2• PVC 2C LONG FOR Job #: F1-616-OWS <br /> TANK STICK STORAGE <br /> ��CCNCREIE BASE <br /> Y BLACK STEAL SWING JOINT P.6 <br /> SUPPORT PIPE MALE NPT. z BELL COUPLING <br /> BY CONTRACTOR M?) Revisions: O JONES COVEY GROUP, INC <br /> PLAN 2' BUCK STIED VENT WE (TYP) --. .. - . . .- . <br /> 9595 LUYas Ranch Rd. 0100 <br /> Rancho Colsmonp, CA 91730 <br /> OTIIce: (BIDS) 972.7581 <br /> Contractors Umnse #804431 <br /> Cm',AS HA2 <br />
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